Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date11 Oct 2018
Closing Date30 Oct 2018
Tender Amount₹ 5,94,84,184
Costs
EMD
₹ 11,90,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2018_SQCEO_69898_1Bid Award Id
ViewTender No
14/EO/TRRDA/2018-19Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Clearing and grubbing Road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300m.m removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201.
-
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-
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(A) By manual means
-
-
-
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(i) In area of non thorny Jungle
3.7
100642
27200.7
... More
Cutting of Trees, including cutting of Trunks, Branches and Removal of stumps
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-
-
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Cutting of trees including cutting of Trunks branches and removal of stumps and roots, refilling, compaction of back filling and stacking of serviceable material by manual means with all leads as per technical specification clause 201
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-
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(A) Lead upto 1000m
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-
-
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(i) Girth about 300m to 600m
18
2605
144.7
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(ii) Girth above 600m to 900m
12
3277
273.1
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(iii) Girth above 900m to 1800m
13
6594
507.2
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Setting Out (As per drawing enclosed) with Reference Pillars on both sides of the formation width Burjes @50m interval using PCC with jhama brick aggregate for all class of soil including marking of centre line, setting out curves and recording of levels etc.
4.63
165082
35678.05
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Dismantling of Structures
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-
-
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000m as per Technical Specification Clause 202
I) By Manual Means
-
-
-
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(A) Cement concrete
11.3
2933
259.6
... More
(i) Wooden /SPT Bridge
42
105000
2500
... More
Removing all types of Hume pipes
-
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-
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Removing all types of Hume pipes and stacking within a lead of 1000 m excluding Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 .
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-
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A) Above 600 mm to 900 mm dia Hume pipe
30
3768
125.6
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Bill No. II : Earth work Erosion control & Drainage
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-
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Compacting Original ground
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-
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(i)Compacting original ground supporting embankment
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-
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Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1
6004
109272
18.2
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(ii) Compacting original ground supporting sub grade
-
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-
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Loosening of the ground upto a level of 300mm below the sub grade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for sub grade construction as per technical specification clause 303.5.2
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-
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For all classes of soil
25472
578214
22.7
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Construction of Embankment with approved materials deposited at site from Roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5
-
-
-
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(A) For spreading beyond 100m.
17649
1021877
57.9
... More
(B) For spreading within 100m.
7564
350969
46.4
... More
Excavation in cutting in soil by manual means with lead upto 50.0m.
-
-
-
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Excavation in road way cutting in soil by using manual means for carrying of cut earth to Embankment site with a lift upto 1.5m and lead upto 50.0m as per technical specification clause 302.3
15557
1043874
67.1
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Excavation in Soil with Dozer with lead upto 100 m.
-
-
-
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Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m. including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3
31113
1378305
44.3
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Excavation in soil using hydraulic Excavator and Tippers with disposal upto 1000m
-
-
-
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Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location with a lift upto 1.5m and lead upto 1000m as per technical specification clause 302.3
108897
2820432
25.9
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Construction of sub grade and earthen shoulder
-
-
-
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Construction of sub grade and earthen shoulder with approved materials obtained from borrow pits/cuts with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead 1000 m as per Technical specification Clause 303.1
12110
1866151
154.1
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Protection Works
-
-
-
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Surface Drains
-
-
-
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Construction of unlined surface drains of average cross-sectional area 0.4 sqm. in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m ) as per Technical Specification Clause 307
I) Surface Drains in Ordinary Soil
(A) Manual Means
1420
50836
35.8
... More
Road side Pucca Drains
-
-
-
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Construction of road side pucca drain with M10 ( 1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site.
B) Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm
(I) In Ordinary Soil
1430
2527153
1767.24
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Toe Wall
-
-
-
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(i) Earth work in excavation for Toe wall as per drawing and technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m. Dressing of sides and bottom and back filling in trenches with excavated suitable material.
130
18603
143.1
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(ii) Brick masonry work in cement mortar (in substructure) complete excepting pointing & plastering, as per drawing & technical specification clauses 602, 603, 604, 1202 and 1204.
121
571169
4720.41
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(iii) Plastering with cement mortar (1:4) 15mm thick on brickwork (in substructure) as per Technical specification clauses 613.4 & 1204.
128
15363
120.03
... More
(iv) Providing weepholes in brick masonry toe wall with 100 mm dia AC pipe or PVC pipe (110 mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7
60
11976
199.6
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(v) Providing concrete for plain concrete M-15 (using jhama brick aggregate) in open foundations complete as per drawings & technical specifications clauses 802, 803, 1202 and 1203.
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-
-
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(i) In foundation below GL
21
112980
5380
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(ii) In Copings
5
26900
5380
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BILL NO. III : Sub-base & Base Courses
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-
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Granular Sub-base
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-
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(A) By Mix in Place Method
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-
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Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
-
-
-
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(ii) For Grading - II Material ( Jhama brick aggregate )
795
2549453
3206.86
... More
Dismantling of brick soling, stacking serviceable materials and unserviceable materials separately with all lifts and upto a lead of 1000 m as per MoRD Technical Specification Clause 202.
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-
-
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(i) By Manual Means
709
253113
357
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Labour charge for breaking of jhama bats / jhama bricks/1st class bricks (including bigger lumps) into metal /chips/aggregate and stacking serviceable materials and unserviceable materials separately as per direction of the Engineer-in-charge with all lifts and upto a lead of 100 m
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-
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(i) Required sizes for GSB (53 mm to 0.075 mm) as per MoRD Technical Specification Clause 401.
612
254102
415.2
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Charge for construction of granular sub-base by providing well graded material spreading in uniform layers with tractor with attachment on prepared surface mixing by mix in place method at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
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-
-
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Grading-II Material
By Mix in Place Method
557
70238
126.1
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WBM Grading 2
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-
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Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
(A) By Manual Means
103
408450
3965.54
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WBM Grading - 3- 75mm compacted thickness
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-
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Providing, laying spreading and compacting 53m.m to 12.5m.m jhama Brick aggregates to water Bound Macadam specification including spreading in uniform thickness, hand packing rolling with three wheel vibratory roller 80 - 100 K.N static weight in stages to proper grade and camber, applying and brooming, filler materials to fill up the interstices of course aggregate, watering and compacting fill up the interstices as per technical specification clause 405.
879
3476445
3955
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BILL NO. IV : Surface courses (Bituminous)
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-
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Prime coat.
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-
-
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.7 - 0.1 kg/sqm using mechanical means as per Technical Specification Clause 502
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-
-
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(i) Low Porosity
17261.1
623643
36.13
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Tack coat
-
-
-
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Providing and applying tack coat with Bitumen Emulsion (RS - 1) using emulsion distributor at the rate of 0.25 to 0.30 kg. Per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification Clause 503.
17261.1
222150
12.87
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Modified Penetration Macadam
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-
-
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Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder (bitumen S-65) and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction per Technical Specification Clause 506.
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-
-
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50 mm Thick
5538.96
2171882
392.11
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Tack coat
-
-
-
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Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503
5538.96
59266
10.7
... More
Mix Seal Surfacing
-
-
-
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Providing , laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm ( Type-A ) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller , finishing to required level and grades as per Technical Specification Clause 509.
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-
-
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(A) By Manual Means
(I) Type-A
(II) Bitumen ( S-65)
5538.96
1374548
248.16
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20 mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/ modified bitumen) Binder
-
-
-
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Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per Technical Specification Clause 508
-
-
-
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Case - II By Mechanical Means
II. Bitumen (S-65)
11723.95
2318762
197.78
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Seal coat
-
-
-
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Providing and laying seal coat sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
-
-
-
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i) By Manual Means with Bitumen (S-65) Type D
11723.95
566266
48.3
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BILL NO. V : Road Logo other Road furniture
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-
-
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Providing and fixing of retro-reflectiorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle Iron post 75mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 450mm x 450mm x 600mm, 600m.m below ground level as per drawing and technical specification clause 801.
-
-
-
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600mm equilateral triangle aluminum sheeting
144
329601
2288.9
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600mm Dia circular aluminum sheeting
8
19320
2415.1
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800 x 600 mm rectangular aluminum sheeting
4
10443
2610.9
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703
-
-
-
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(II) Ordinary Kilometer Stone (precast)
5
10242
2048.51
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(III) 200 m stone (Precast)
19
10358
545.2
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Construction of RCC guide posts of 250mm dia and total 600mm long, (300mm below G.L) M15 grade ( with jhama brick aggregate) case in situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC Posts not to exceed 1 in 500 as per drawing and technical specification clause 1401.6.
-
-
-
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(a) In ordinary soil
420
134912
321.22
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Boundary pillar (with PCC M15 grade using jhama Brick aggregate and reinforcement)
-
-
-
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Plain cement concrete M15 grade (Using jhama brick aggregate and reinforcement) boundary pillar / local stone of standard design as per IRC : 25 fixed in position including finishing and lattering but excluding painting as per drawing and technical specification clause 1704.
39
17316
444
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Providing and Fixing 'Logo' of PMGSY Project
-
-
-
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25 mm x 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm , 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
19069
9534.62
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Providing and Fixing 'Citizens' Information Board' of PMGSY / Bharat Nirman Project
-
-
-
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Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1
2
24043
12021.64
... More
Providing and Fixing 'Maintenance Board' of PMGSY / Bharat Nirman Project
-
-
-
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Providing and fixing of typical Maintenance board as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1
2
24043
12021.64
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Cross Drainage Structure
-
-
-
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BILL NO. VI : CD Works
-
-
-
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RCC Pipe Culvert
-
-
-
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Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
-
-
-
... More
(A) Ordinary Soil
28.04
4012
143.1
... More
(B) Ordinary Soil ( for Pillar for inscribing Structure Number)
0.72
103
143.1
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
(II) PCC M-15 (Using Jhama Brick aggregate) (i) Nominal mix (1:2.5:5)
-
-
-
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(i) Below Head Wall
5.03
27061
5380
... More
(ii) Below Cement Concrete NP3 Pipe
10.25
55145
5380
... More
Providing and laying Reinforced Cement Concrete Pipe NP3 as per design in single Row
-
-
-
... More
Providing and Laying reinforced cement concrete pipe NP3 with collar for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling , concrete and masonry works in head walls and parapets Clause 1106.
-
-
-
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(i) 1000 mm dia
22.5
215421
9574.3
... More
Brick Masonry Work in cement mortar in foundation of Head walls complete excluding pointing and plastering as per drawing and technical specification Clause 1109
(i) Brick Masonry in 1:4 cement mortar
48.84
221060
4526.21
... More
Plastering with Cement Mortar (1 : 4), 15 mm thick on brickwork in substructure as per technical specification Clause 613.4
67.6
8114
120.03
... More
Providing concrete for plain concrete ( using jhama brick aggregate ) in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
-
-
-
... More
(i) RCC grade M-15 in Pillars for inscribing Structure Number
0.64
3443
5380
... More
Supplying, fitting & placing HYSD bar
-
-
-
... More
Supporting fitting and placing HYSD bar reinforcement (Fe500) in substructure completed as per drawing and technical specification Clauses 1002, 1005, 1010 and 1202.
-
-
-
... More
(II) In Pillar for inscribing Structure Number
0.04
2520
65626.45
... More
Providing and laying of cement concrete block pitching
-
-
-
... More
Providing and laying of cement concrete blocks of size as per Table 1300 1 cast - in - situ and made with nominal mix of M-15 grade cement concrete (Using jhama Brick aggregate) as per drawing and technical specification clauses 1301 ((rate includes preparation of floor)
2.93
15744
5380
... More
Painting two coats on new concrete surface
-
-
-
... More
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surface as per drawing and Technical Specification on Pillars for inscribing Structure Number
6.4
449
70.2
... More
Printing new letters and figures of any shade
-
-
-
... More
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 in English or Roman
Hyphens, commas and the like not to be measured and paid for. Detail for 100 letters of 160 mm height, i.e., 1.6 m
400
160
0.4
... More
Box cell Culvert
-
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
-
-
-
... More
(A) Ordinary Soil
(I) Upto 3 m depth
756.56
108263
143.1
... More
Construction of Wing Walls, Return Wall etc.
-
-
-
... More
Providing M-15 concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
5.28
28406
5380
... More
Brick masonry work in 1:4 cement mortar in wing wall, Return wall etc. complete excepting pointing & plastering as per drawing & technical specification clause 602,603,604,1202 and 1204.
39.6
186928
4720.41
... More
Plastering with cement mortar (1:4) 15 mm thick on brickwork in wing wall, Return wall etc. in substructure as per technical specification clause 613.4 & 1204
58.92
7072
120.03
... More
Plain / reinforced cement concrete in substructure complete as per drawing & technical specification Clause 802,804,805,806,807,1202 & 1204.
-
-
-
... More
(i) PCC grade M-15 below base slab
72.66
390910
5380
... More
(i) RCC grade M-15 in Pillars for inscribing Structure Number
1.28
6886
5380
... More
(i) RCC grade M-25
81
652164
8051.41
... More
Plain/reinforced cement concrete in substructure complete including formwork as per drawings & technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204.
P.C.C grade M20 (1:2:4)(Nominal mix)
216.46
1585627
7325.27
... More
Supplying, fitting & placing HYSD bar
-
-
-
... More
Supporting fitting and placing HYSD bar reinforcement (Fe500) in substructure completed as per drawing and technical specification Clauses 1002, 1005, 1010 and 1202.
-
-
-
... More
(I) In RCC Box
11.86
778198
65626.45
... More
(II) In Pillar for inscribing Structure Number
0.08
5040
65626.45
... More
Providing and laying reinforced cement concrete (using fine sand) in superstructure as per drawing and technical specification clause 800,1205.4 & 1205.5
-
-
-
... More
(I) In RCC grade M25
54.57
522146
9568.38
... More
Supplying, fitting & placing HYSD bar
-
-
-
... More
Supporting fitting and placing HYSD bar reinforcement in superstructure completed as per drawing and technical specification Clauses 1002, 1005, 1010 and 1202.
8.03
533053
66349.65
... More
Providing and laying of cement concrete block pitching
-
-
-
... More
Providing and laying of cement concrete blocks of size as per Table 1300 1 cast - in - situ and made with nominal mix of M-15 grade cement concrete (Using jhama Brick aggregate) as per drawing and technical specification clauses 1301 ((rate includes preparation of floor)
14.61
78574
5380
... More
Painting two coats on new concrete surface
-
-
-
... More
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surface as per drawing and Technical Specification on Pillars for inscribing Structure Number
15.36
1078
70.2
... More
Printing new letters and figures of any shade
-
-
-
... More
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 in English or Roman
Hyphens, commas and the like not to be measured and paid for. Detail for 100 letters of 160 mm height, i.e., 1.6 m
1600
640
0.4
... More
RCC Bridge (Ch.2320 m)
-
-
-
... More
Excavation for structure
-
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
Ordinary Soil
Upto 3 m depth
631
96291
152.6
... More
Filling in foundation
-
-
-
... More
Filling in foundation trenches as per drawing & technical specification Clause 305.3.9
Earth filling (For marshy soil)
509
50086
98.4
... More
Pile
-
-
-
... More
Bored Cast-in-Situ piles 1200 mm dia , M-25 grade RCC pile excluding reinforcement complete as per drawing and technical specification and removal of excavated earth with all lifts and lead upto 1000 m.
115
1645626
14309.79
... More
Reinforcement for Pile
-
-
-
... More
Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawings & technical specifications Clauses 1000 & 1202
16
1118598
69912.35
... More
PCC (M-15)
-
-
-
... More
Providing concrete for plain / reinforced concrete in open foundation complete as per drawing & technical specification clause 802,803,1202 and 1203
Nomonal mix (1:2.5:5)(Hand mix)
8
45696
5712
... More
RCC M-25 in Pile cap
-
-
-
... More
Providing concrete for plain / reinforced concrete in open foundation complete as per drawing & technical specification clause 802,803,1202 and 1203
RCC grade M-25
120
973633
8113.61
... More
Reinforcement for Pile cap
-
-
-
... More
Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawings & technical specifications Clauses 1000 & 1202
9
629211
69912.35
... More
RCC M-25 in Abutment /Pier
-
-
-
... More
Plain / reinforced cement concrete in substructure complete as per drawing & technical specification Clause 802,804,805,806,807,1202 & 1204.
RCC Grade M-25
For height above 5 m upto 10 m
59
520634
8824.31
... More
Reinforcement for Abutment /Pier
-
-
-
... More
Supplying, fitting & placing HYSD bar reinforcement in substructure complete as per drawings & technical specifications Clauses 1002,1005,1010 & 1202
4
279959
69989.75
... More
Weep hole
-
-
-
... More
Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or PVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing.
12
2555
212.9
... More
Backfilling
-
-
-
... More
Back filling behind abutment , wing wall & return wall complete as per drawing & technical specification clause 1204.3.8
Sandy material
1559
1876631
1203.74
... More
Filter media
-
-
-
... More
Providing & laying filter media with granular crushed aggregate as per specification to a thickness of not less than 600 mm with smaller size towards the soil & bigger size towards the wall & providing over the entire surface behind abutment , wing wall,return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8
48
219463
4572.14
... More
Elastomeric Bearting
-
-
-
... More
Supplying, fitting & fixing in position true to line & level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete including all accessories as per drawings & technical specification Clause 1207.1
65280
91392
1.4
... More
Bearing with Steel attachment
-
-
-
... More
Supplying, fitting & fixing in position true to line & level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete including all accessories as per drawings & technical specification with all lifts and lead
43668
74236
1.7
... More
Expansion Joint
-
-
-
... More
Supplying and installing strip seal type Elastomeric expansion joint of approved design and make as per drawing and technical specification of MoRTH with all lifts and lead upto 1000 m.
12
129100
10758.3
... More
RCC Superstructure
-
-
-
... More
Providing & laying reinforced cement concrete in superstructure as per drawing & technical specification Clause 800,
RCC M-25
For height from 5 m to 10 m
170
1681314
9890.08
... More
Reinforcement for Superstructure
-
-
-
... More
Supplying, fitting & placing HYSD bar reinforcement in superstructure complete as per drawings & technical specifications Clauses 1002,1010 & 1202
29
2052073
70761.15
... More
Handralling
-
-
-
... More
Construction of RCC railing of M 30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings ( No. SD / 202 ), including all formworks required and MoRT&H Technical Specification Clause 2703, 1500, 1600, 1700. (including centering, shuttering, staging etc. and reinforcement )
60
125821
2097.02
... More
Wearing Course
-
-
-
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawings & technical specifications Clauses 800, 900 & 1206.3
13
164933
12687.18
... More
Drainage spout
-
-
-
... More
Providing and placing in position drainage Spouts complete as per drawing ( SD / 205 ) and MoRT&H Technical Specification Clause 515, 2705.
10
66987
6698.7
... More
PCC below Approach slab
-
-
-
... More
P.C.C. M 15 oridinary grade (1:2.5:5) levelling course below approach slab complete as per drawing & technical specifications Clauses 800 and 1211
P.C.C grade M 15
Nominal mix 1:2.5:5 (Hand mixing)
5
32080
6416
... More
Approach slab
-
-
-
... More
Reinforced Cement Concrete M 25 grade approach slab including reinforcement & formwork complete as per drawing & technical specifications Clauses 800 & 1211
14
169643
12117.38
... More
Routine Load test
-
-
-
... More
Routine load test including supply of all tools & tackles required for testing, supply of kentledge, making all arrangement for testing, erection of kentledge, recording data analysing the data.
1
104867
104866.6
... More
Maintenance
-
-
-
... More
Total for 1st year maintenance (including 5% inflation)
4.63
244800
52907
... More
Total for 2nd year maintenance (including 10% inflation)
4.63
309495
66889
... More
Total for 3rd year maintenance (including 15% inflation)
4.63
653179
141167
... More
Total for 4th year maintenance (including 20% inflation)
4.63
739551
159834
... More
Total for 5th year maintenance (including 25% inflation)
4.63
983205
212493
... More
Dasda Bazar to Kshtra Mohan Para (Package No:- TR-03-06) (Length :-1.839 km) (Link Route No:- L052 under Dasda Block) .
-
-
-
... More
Bill No. I : Site Clearance & Setting out
-
-
-
... More
Clearing and grubbing Road land
-
-
-
... More
Clearing and grubbing Road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300m.m removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification clause 201.
-
-
-
... More
(A) By manual means
-
-
-
... More
(i) In area of non thorny Jungle
1.5
40801
27200.7
... More
Cutting of Trees, including cutting of Trunks, Branches and Removal of stumps
-
-
-
... More
Cutting of trees including cutting of Trunks branches and removal of stumps and roots, refilling, compaction of back filling and stacking of serviceable material by manual means with all leads as per technical specification clause 201
-
-
-
... More
(A) Lead upto 1000m
-
-
-
... More
(i) Girth about 300m to 600m
12
1736
144.7
... More
(ii) Girth above 600m to 900m
6
1639
273.1
... More
(iii) Girth above 900m to 1800m
4
2029
507.2
... More
Setting Out (As per drawing enclosed) with Reference Pillars on both sides of the formation width Burjes @50m interval using PCC with jhama brick aggregate for all class of soil including marking of centre line, setting out curves and recording of levels etc.
1.84
66335
36071.51
... More
Dismantling of Structures
-
-
-
... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and upto a lead of 1000m as per Technical Specification Clause 202
I) By Manual Means
-
-
-
... More
(A) Cement concrete
22.5
5841
259.6
... More
Dismantling of Flexible Pavements
-
-
-
... More
Dismantling of flexible pavements and disposal of dismantled materials with all lifts and upto a lead of 100 m, stacking serviceable materials and unserviceable materials separately as per Technical Specification Clause 202
-
-
-
... More
( I ) By Manual Means
(A) Bituminous Courses
110
45133
410.3
... More
Removing all types of Hume pipes
-
-
-
... More
Removing all types of Hume pipes and stacking within a lead of 1000 m excluding Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 .
-
-
-
... More
A) Above 600 mm to 900 mm dia Hume pipe
60
7536
125.6
... More
Bill No. II : Earth work Erosion control & Drainage
-
-
-
... More
Compacting Original ground
-
-
-
... More
(ii) Compacting original ground supporting sub grade
-
-
-
... More
Loosening of the ground upto a level of 300mm below the sub grade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for sub grade construction as per technical specification clause 303.5.2
-
-
-
... More
For all classes of soil
12784
290196
22.7
... More
Construction of Embankment with approved materials deposited at site from Roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5
-
-
-
... More
(A) For spreading beyond 100m.
1766
102251
57.9
... More
(B) For spreading within 100m.
757
35124
46.4
... More
Excavation in cutting in soil by manual means with lead upto 50.0m.
-
-
-
... More
Excavation in road way cutting in soil by using manual means for carrying of cut earth to Embankment site with a lift upto 1.5m and lead upto 50.0m as per technical specification clause 302.3
762
51130
67.1
... More
Excavation in Soil with Dozer with lead upto 100 m.
-
-
-
... More
Excavation for roadway in soil by mechanical means with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 m. including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Technical Specification Clause 302.3
1525
67557
44.3
... More
Excavation in soil using hydraulic Excavator and Tippers with disposal upto 1000m
-
-
-
... More
Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to the embankment location with a lift upto 1.5m and lead upto 1000m as per technical specification clause 302.3
5336
138202
25.9
... More
Construction of sub grade and earthen shoulder
-
-
-
... More
Construction of sub grade and earthen shoulder with approved materials obtained from borrow pits/cuts with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead 1000 m as per Technical specification Clause 303.1
5480
844468
154.1
... More
Protection Works
-
-
-
... More
Surface Drains
-
-
-
... More
Construction of unlined surface drains of average cross-sectional area 0.4 sqm. in ordinary soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3 m and lead of 50 m (average lead 25 m ) as per Technical Specification Clause 307
I) Surface Drains in Ordinary Soil
(A) Manual Means
1180
42244
35.8
... More
Road side Pucca Drains
-
-
-
... More
Construction of road side pucca drain with M10 ( 1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site.
B) Trapezoidal drain ( top clear width 600 mm, bottom clear width 300 mm and clear depth of 400 mm
(I) In Ordinary Soil
150
265086
1767.24
... More
Toe Wall
-
-
-
... More
(i) Earth work in excavation for Toe wall as per drawing and technical specifications clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50m. Dressing of sides and bottom and back filling in trenches with excavated suitable material.
20
2862
143.1
... More
(ii) Brick masonry work in cement mortar (in substructure) complete excepting pointing & plastering, as per drawing & technical specification clauses 602, 603, 604, 1202 and 1204.
17
80348
4726.4
... More
(iii) Plastering with cement mortar (1:4) 15mm thick on brickwork (in substructure) as per Technical specification clauses 613.4 & 1204.
23
2774
120.63
... More
(v) Providing concrete for plain concrete M-15 (using jhama brick aggregate) in open foundations complete as per drawings & technical specifications clauses 802, 803, 1202 and 1203.
-
-
-
... More
(i) In foundation below GL
4
21832
5458
... More
(ii) In Copings
1
5458
5458
... More
BILL NO. III : Sub-base & Base Courses
-
-
-
... More
Granular Sub-base
-
-
-
... More
(A) By Mix in Place Method
-
-
-
... More
Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , as per Table 400.1 ), spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
-
-
-
... More
(ii) For Grading - II Material ( Jhama brick aggregate )
193
618923
3206.86
... More
WBM Grading 2
-
-
-
... More
Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
(A) By Manual Means
452
1792424
3965.54
... More
WBM Grading - 3- 75mm compacted thickness
-
-
-
... More
Providing, laying spreading and compacting 53m.m to 12.5m.m jhama Brick aggregates to water Bound Macadam specification including spreading in uniform thickness, hand packing rolling with three wheel vibratory roller 80 - 100 K.N static weight in stages to proper grade and camber, applying and brooming, filler materials to fill up the interstices of course aggregate, watering and compacting fill up the interstices as per technical specification clause 405.
520
2056600
3955
... More
BILL NO. IV : Surface courses (Bituminous)
-
-
-
... More
Prime coat.
-
-
-
... More
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.7 - 0.1 kg/sqm using mechanical means as per Technical Specification Clause 502
-
-
-
... More
(i) Low Porosity
6936.94
251047
36.19
... More
Tack coat
-
-
-
... More
Providing and applying tack coat with Bitumen Emulsion (RS - 1) using emulsion distributor at the rate of 0.25 to 0.30 kg. Per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification Clause 503.
6936.94
89347
12.88
... More
20 mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/ modified bitumen) Binder
-
-
-
... More
Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable plant, laying and rolling with a three wheel 80 - 100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C or Type D as per Technical Specification Clause 508
-
-
-
... More
Case - II By Mechanical Means
II. Bitumen (S-65)
6936.94
1396058
201.25
... More
Seal coat
-
-
-
... More
Providing and laying seal coat sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
-
-
-
... More
i) By Manual Means with Bitumen (S-65) Type D
6936.94
343378
49.5
... More
BILL NO. V : Road Logo other Road furniture
-
-
-
... More
Providing and fixing of retro-reflectiorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle Iron post 75mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 Grade cement concrete 450mm x 450mm x 600mm, 600m.m below ground level as per drawing and technical specification clause 801.
-
-
-
... More
600mm equilateral triangle aluminum sheeting
62
141911
2288.9
... More
600mm Dia circular aluminum sheeting
2
4830
2415.1
... More
800 x 600 mm rectangular aluminum sheeting
6
15665
2610.9
... More
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703
-
-
-
... More
(II) Ordinary Kilometer Stone (precast)
2
4139
2069.63
... More
(III) 200 m stone (Precast)
8
4392
549.08
... More
Construction of RCC guide posts of 250mm dia and total 600mm long, (300mm below G.L) M15 grade ( with jhama brick aggregate) case in situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC Posts not to exceed 1 in 500 as per drawing and technical specification clause 1401.6.
-
-
-
... More
(a) In ordinary soil
20
6477
323.86
... More
Boundary pillar (with PCC M15 grade using jhama Brick aggregate and reinforcement)
-
-
-
... More
Plain cement concrete M15 grade (Using jhama brick aggregate and reinforcement) boundary pillar / local stone of standard design as per IRC : 25 fixed in position including finishing and lattering but excluding painting as per drawing and technical specification clause 1704.
17
7548
444
... More
Providing and Fixing 'Logo' of PMGSY Project
-
-
-
... More
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25 mm x 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450 mm x 450 mm x 600 mm , 600 mm below ground level. The top most diamond plate will be welded to middle plate by 47 mm x 47 mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
19082
9541.21
... More
Providing and Fixing 'Citizens' Information Board' of PMGSY / Bharat Nirman Project
-
-
-
... More
Providing and fixing of typical Citizens' Information board with Logo as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1
2
24056
12028.35
... More
Providing and Fixing 'Maintenance Board' of PMGSY / Bharat Nirman Project
-
-
-
... More
Providing and fixing of typical Maintenance board as per MORD specifications and drawing. Two MS Plates of 2.0 mm thick, duly welded with MS flat iron 50 mm x 5 mm size on back on edges. The flat iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 76.1 mm OD (horizontal) and 2 Nos. 76.1 mm OD (Vertical) steel tube posts { as per IS : 1161 - 1979, Medium Class } duly embedded in cement concrete M-15 grade blocks of 600 mm x 600 mm x 750 mm , 750 mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube and flats will be painted with primer and two coats of epoxy paint as per drawing and specification Clause 1701 and Annexure 1700.1
2
24056
12028.35
... More
Cross Drainage Structure
-
-
-
... More
BILL NO. VI : CD Works
-
-
-
... More
Box cell Culvert
-
-
-
... More
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
-
-
-
... More
(A) Ordinary Soil
(I) Upto 3 m depth
193.96
27755
143.1
... More
Construction of Wing Walls, Return Wall etc.
-
-
-
... More
Providing M-15 concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & technical specifications Clauses 802, 803, 900, 1202 and 1203.
8.98
49012
5458
... More
Brick masonry work in 1:4 cement mortar in wing wall, Return wall etc. complete excepting pointing & plastering as per drawing & technical specification clause 602,603,604,1202 and 1204.
90.42
427361
4726.4
... More
Plastering with cement mortar (1:4) 15 mm thick on brickwork in wing wall, Return wall etc. in substructure as per technical specification clause 613.4 & 1204
131.39
15849
120.63
... More
Plain / reinforced cement concrete in substructure complete as per drawing & technical specification Clause 802,804,805,806,807,1202 & 1204.
-
-
-
... More
(i) PCC grade M-15 below base slab
21
114618
5458
... More
(i) RCC grade M-15 in Pillars for inscribing Structure Number
1.28
6986
5458
... More
(i) RCC grade M-25
18.78
154847
8245.35
... More
Supplying, fitting & placing HYSD bar
-
-
-
... More
Supporting fitting and placing HYSD bar reinforcement (Fe500) in substructure completed as per drawing and technical specification Clauses 1002, 1005, 1010 and 1202.
-
-
-
... More
(I) In RCC Box
2.26
148472
65695.83
... More
(II) In Pillar for inscribing Structure Number
0.08
5255
65695.83
... More
Providing and laying reinforced cement concrete (using fine sand) in superstructure as per drawing and technical specification clause 800,1205.4 & 1205.5
-
-
-
... More
(I) In RCC grade M25
9.46
92358
9763.06
... More
Supplying, fitting & placing HYSD bar
-
-
-
... More
Supporting fitting and placing HYSD bar reinforcement in superstructure completed as per drawing and technical specification Clauses 1002, 1005, 1010 and 1202.
1.12
74389
66419.03
... More
Providing and laying of cement concrete block pitching
-
-
-
... More
Providing and laying of cement concrete blocks of size as per Table 1300 1 cast - in - situ and made with nominal mix of M-15 grade cement concrete (Using jhama Brick aggregate) as per drawing and technical specification clauses 1301 ((rate includes preparation of floor)
8.6
46938
5458
... More
Painting two coats on new concrete surface
-
-
-
... More
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surface as per drawing and Technical Specification on Pillars for inscribing Structure Number
15.36
1078
70.2
... More
Printing new letters and figures of any shade
-
-
-
... More
Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 in English or Roman
Hyphens, commas and the like not to be measured and paid for. Detail for 100 letters of 160 mm height, i.e., 1.6 m
1600
640
0.4
... More
Maintenance
-
-
-
... More
Total for 1st year maintenance (including 5% inflation)
1.84
88992
48392
... More
Total for 2nd year maintenance (including 10% inflation)
1.84
114310
62159
... More
Total for 3rd year maintenance (including 15% inflation)
1.84
225549
122648
... More
Total for 4th year maintenance (including 20% inflation)
1.84
273304
148616
... More
Total for 5th year maintenance (including 25% inflation)
1.84
334990
182159
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